Water Saturation Effects on Mechanical and Fracture Behavior of Marble

Author:

Zhu Jun1ORCID,Deng Jianhui2ORCID,Chen Fei3,Huang Yiming4,Yu Zhiqiu5

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resources and Hydropower, Sichuan Univ., Chengdu 610065, P.R. China. ORCID: .

2. Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resources and Hydropower, Sichuan Univ., Chengdu 610065, P.R. China (corresponding author). ORCID: .

3. Lecturer, College of Architecture and Civil Engineering, Chengdu Univ., Chengdu 610106, P.R. China.

4. Ph.D. Candidate, State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resources and Hydropower, Sichuan Univ., Chengdu 610065, P.R. China.

5. Graduate Student, State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resources and Hydropower, Sichuan Univ., Chengdu 610065, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference31 articles.

1. ASTM D4543-08. 2008. Standard practices for preparing rock core as cylindrical test specimens and verifying conformance to dimensional and shape tolerances. West Conshohocken PA: ASTM International.

2. Damage accumulation during triaxial creep of Darley Dale sandstone from pore volumometry and acoustic emission;Baud P.;Int. J. Rock Mech. Min. Sci.,1997

3. Back-analysis of rock mass strength parameters using AE monitoring data

4. Water absorption process effect on strength of Ayazini tuff, such as the uniaxial compressive strength (UCS), flexural strength and freeze and thaw effect;Çelik M. Y.;Environ. Earth Sci.,2014

5. Influence of Temperature on Crack Initiation and Propagation in Granite

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